JPH11141125A - Concrete form removing time confirmation device - Google Patents

Concrete form removing time confirmation device

Info

Publication number
JPH11141125A
JPH11141125A JP30519797A JP30519797A JPH11141125A JP H11141125 A JPH11141125 A JP H11141125A JP 30519797 A JP30519797 A JP 30519797A JP 30519797 A JP30519797 A JP 30519797A JP H11141125 A JPH11141125 A JP H11141125A
Authority
JP
Japan
Prior art keywords
temperature
strength
concrete
detection signal
time
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
JP30519797A
Other languages
Japanese (ja)
Inventor
Kiyoshi Hosokawa
清志 細川
Shotaro Suzuki
昭太郎 鈴木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Materials Corp
Original Assignee
Mitsubishi Materials Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Materials Corp filed Critical Mitsubishi Materials Corp
Priority to JP30519797A priority Critical patent/JPH11141125A/en
Publication of JPH11141125A publication Critical patent/JPH11141125A/en
Withdrawn legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a concrete form removing time confirmation device capable of confirming an accurate form removing time in the execution of concrete work and reducing a construction period of time. SOLUTION: The form removing time confirmation device is so constituted that a detection signal is inputted in a micro-processor in the case a temperature is detected by a temperature sensor 3 every day, in that case, the day having a minus air temperature is warned by a warning buzzer 6, at the same time, it is displayed on a display 4, a detection signal of the minus temperature is outputted to a selective circuit consisting of a logical operation circuit so that it can not be inputted, and a switch is operated and is turned OFF. By the constitution, a detection signal of a temperature of the day having a plus air temperature is only inputted. Operations are performed by the micro-processor to calculate an integrating temperature, compressive strength is calculated by an experiment formula, relation between the integrating temperature and compressive strength is compared with a standard graph, the number of days necessary to obtain the same compressive strength, or a form removing scheduled time is found out while watching the display 4 or is perceived by hearing the sound of an information buzzer 5. By the constitution, after the form removing time is confirmed, a concrete form is removed when the time arrives at the age.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート型枠
取外し時期確認装置に関し、特に寒冷地での施工におい
て、正確に型枠取外し時期を知ることができ工期の短縮
に寄与するコンクリートの型枠取外し時期確認装置に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete form removing time confirming apparatus, and more particularly to a concrete form removing method which can accurately know a form removing time in construction in a cold region and contributes to shortening a construction period. It relates to a timing confirmation device.

【0002】[0002]

【従来の技術】コンクリートの打設後の型枠取外し時期
は、平均気温が10℃以下の場合、圧縮強度5N/mm
2 以上が確保された時点とされるが、従来、施工磁気を
勘案して経験則の型取り外し時期を決定するが、あらか
じめ、過去の経験から実験式(I)を推定するか、ある
いはまれには室内実験を行って実験式(I)を求めてお
き、この実験式(I)から圧縮強度5N/mm2 が発現
する積算温度(°DD)を求め、さらに一般式〔I〕に
当該積算温度と過去数年間の日平均気温を代入し、逆算
してZ(材齢(日))を予測決定していた。
2. Description of the Related Art When a mold is removed after placing concrete, the compressive strength is 5 N / mm when the average temperature is 10 ° C. or less.
It is assumed that 2 or more is secured. Conventionally, the empirical rule removal time is determined in consideration of the construction magnetism. However, the empirical formula (I) is estimated in advance from past experience, or in rare cases. Performs an indoor experiment to determine the empirical formula (I), obtains the integrated temperature (° DD) at which the compressive strength of 5 N / mm 2 appears from the empirical formula (I), and further calculates the integrated temperature in the general formula [I]. By substituting the temperature and the daily average temperature in the past several years, Z (wood age (days)) was predicted and determined by back calculation.

【0003】 [0003]

【0004】 [0004]

【0005】また本発明において、寒冷地でコンクリー
トの打ち込みを行う場合には、寒中コンクリートが用い
られるが、通常、コンクリートが凝結・硬化の初期段階
で凍結すると、硬化しなかったり、所定の強度が得られ
ないという障害が生じ、いわゆる初期凍害が起こるの
で、この対策が必要である。したがって、この対策とし
て、寒中コンクリートの期間は、それぞれ地域によって
異なるが、通常はコンクリートの打ち込みから28日ま
での外気温について求める積算温度Mが、370°D・
D以下の期間とする。これはこの間の平均気温が3.2
℃以下となる期間に相当し、水セメント比60%程度の
AEコンクリートで、標準養生20℃の場合に対して強
度不足が25%以上となるような温度範囲である。
In the present invention, when concrete is poured in a cold region, cold concrete is used. However, when concrete is frozen in the initial stage of setting and hardening, it does not harden or has a predetermined strength. This measure is necessary because an obstacle to not being obtained occurs, and so-called initial frost damage occurs. Therefore, as a countermeasure, the period of cold concrete differs depending on the region, but usually, the integrated temperature M to be obtained for the outside air from the concrete injection until the 28th is 370 ° D ·
D or less. The average temperature during this period is 3.2
This is a temperature range in which AE concrete having a water cement ratio of about 60% has a strength deficiency of 25% or more compared to the case of standard curing of 20 ° C.

【0006】寒冷地で行う鉄筋コンクリート工事では、
コンクリートの打ち込み後、28日までの期間につい
て、一般式〔I〕によって求めた積算温度Mが370°
D・D以下になる場合は、工事監理者の承諾を受ける。
また工事に当たっては、日々の気象情報に十分に注意を
払う必要がある。
[0006] In reinforced concrete construction in cold regions,
For the period up to 28 days after the concrete is poured, the integrated temperature M obtained by the general formula [I] is 370 °.
In case of D ・ D or less, get the consent of the construction supervisor.
In the construction, it is necessary to pay close attention to daily weather information.

【0007】[0007]

【発明が解決しようとする課題】このような中で、コン
クリートの打ち込み工事において、経験則はもちろんの
こと、前述の如き積算温度を使用する方法においても、
一般式〔I〕に過去の実績である日平均気温を用いて、
積算温度が370°D・D以下の期間の積算温度と圧縮
強度との関係をグラフに表し、この関係から寒冷地にお
けるコンクリート型枠取外し時期を予想する方法であ
り、したがって、実際の気温とはかなりの差があり、正
確さに欠けているのが現状である。そこで、本発明者等
は、コンクリートの施工現場の毎日の気温がわかれば、
型枠取外し時期をかなり正確に判定することができる点
に注目し、この際、初期凍害の起こり得る気温の低い
日、即ちマイナスの気温の日を除外して、前記の積算温
度を計算することにより型枠取外し時期のコンクリート
強度を正確に知ることができることを見出し、この知見
に基づいて型枠取外し時期確認装置を作製した。
Under such circumstances, not only the rule of thumb but also the method of using the integrated temperature as described above in the concrete driving work,
Using the average daily temperature, which is the past performance, in general formula [I],
The graph shows the relationship between the cumulative temperature and the compressive strength during the period when the cumulative temperature is 370 ° D · D or less, and it is a method of predicting the timing of removing the concrete formwork in a cold region from this relationship. At present, there is considerable difference and lack of accuracy. Therefore, if the present inventors know the daily temperature of the concrete construction site,
Note that the mold removal time can be determined fairly accurately.In this case, the above-mentioned integrated temperature is calculated by excluding days when the temperature at which initial frost damage may occur is low, that is, days when the temperature is negative. As a result, it was found that the concrete strength at the time of removing the form can be accurately known, and based on this finding, a device for confirming the time of removing the form was manufactured.

【0008】したがって、本発明が解決しようとする課
題は、コンクリート工事の施工、特に寒冷地での施工に
おいて、正確な型枠取外し時期を知り、工期の短縮を図
り得る型枠取外し時期確認装置を提供することにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a formwork removal time checking device that can know the exact formwork removal time and can shorten the construction time in concrete work, especially in cold regions. To provide.

【0009】[0009]

【課題を解決するための手段】本発明が解決しようとす
る上記課題は、以下の各発明によってれぞれ達成され
る。
The above objects to be solved by the present invention can be achieved by the following inventions.

【0010】(1)温度センサ、型枠取外し強度選択手
段、マイクロプロッセサ、メモリ、デスプレー及び警告
ブザーを備えたコンクリート型枠取外し時期確認装置で
あって、前記温度センサが感知した気温の検知信号が前
記マイクロプロセッサに入力されると積算温度が演算さ
れ、更にコンクリート強度が演算され、前記型枠取外し
強度選択手段により該強度が型枠取り外し可能な強度と
一致した時、ブザーで報知し、かつディスプレーに表示
することを特徴とするコンクリート型枠取外し時期確認
装置。 (2)更に気温選別手段及び警告ブザーを有し、該気温
選別手段により温度センサが感知した気温の検知信号の
うち、マイナスの気温の検知信号とプラスの気温の検知
信号とを選別し、これらの検知信号がマイナスの気温の
検知信号のとき、前記警告ブザーで警告し、かつマイク
ロプロセッサにこの気温の検知信号は入力しないように
し、プラスの気温の検知信号のみを入力すると、積算温
度が演算され、更にコンクリート強度が演算され、前記
型枠取外し強度選択手段により該強度が型枠取り外し可
能な強度と一致した時、報知ブザーで報知することを特
徴とすることを特徴とする前記第2項に記載の寒冷地の
コンクリート型枠取外し時期確認装置。
(1) A concrete mold removal timing confirmation device provided with a temperature sensor, a mold removal strength selection means, a microprocessor, a memory, a display, and a warning buzzer, wherein a temperature detection signal detected by the temperature sensor is provided. Is input to the microprocessor, the integrated temperature is calculated, the concrete strength is further calculated, and when the strength matches the form-removable strength by the form-removing-strength selecting means, a buzzer is notified, and A concrete form removal timing confirmation device, which is displayed on a display. (2) It further has a temperature selecting means and a warning buzzer, and selects a negative temperature detecting signal and a positive temperature detecting signal from the temperature detecting signals detected by the temperature sensor by the temperature selecting means. When the detection signal is a negative temperature detection signal, the warning buzzer warns, and the microprocessor does not input the temperature detection signal.If only the positive temperature detection signal is input, the integrated temperature is calculated. The concrete strength is calculated, and when the strength coincides with the form-removable strength by the form-removing-strength selecting means, a notice buzzer informs the user of the fact. The concrete form removal timing confirmation device for cold regions described in the above.

【0011】[0011]

【発明の実施の形態】以下に、本発明の実施の形態につ
いて説明するが、本発明はこれらにのみ限定されるもの
ではない。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below, but the present invention is not limited only to these embodiments.

【0012】本発明のコンクリート型枠取外し時期確認
装置は、温度センサ、型枠取外し強度選択手段、マイク
ロプロッセサ、メモリ、デスプレー及びブザーを備えて
おり、前記温度センサが感知した気温の検知信号が前記
マイクロプロセッサに入力されると積算温度が演算さ
れ、更にコンクリート強度が演算され、前記型枠取外し
強度選択手段により該強度が型枠取り外し可能な強度と
一致した時、ブザーで報知し、かつディスプレーに表示
することを特徴とするもので、この装置をコンクリート
工事現場に設置しておくと、コンクリートの打ち込み
後、養生期間にわたり毎日気温を測定し、マイクロプロ
セッサで演算して所望の型枠取外し時期を算出しディス
プレーに表示され、かつ報知ブザーで報知するので、コ
ンクリート工事の型枠取外し時期が正確に判定され、工
期短縮が可能であるという優れた効果を奏するものであ
る。
[0012] The concrete form removal timing confirmation device of the present invention comprises a temperature sensor, a form removal strength selecting means, a microprocessor, a memory, a display and a buzzer, and the detection signal of the temperature detected by the temperature sensor is provided. When input to the microprocessor, the integrated temperature is calculated, the concrete strength is further calculated, and when the strength matches the form-removable strength by the form-removing-strength selecting means, a buzzer informs and displays. When this device is installed at a concrete construction site, the temperature is measured every day over the curing period after the concrete is poured in, and it is calculated by a microprocessor to calculate the desired time for removing the formwork. Is calculated and displayed on the display and notified by the buzzer. Is determination timing off exactly, in which excellent effects that it is possible construction time.

【0013】本発明のコンクリート型枠取外し時期確認
装置は、実験室で温度と養生時間とから積算温度を一般
式〔I〕で算出し、該積算温度と、実測のコンクリート
圧縮強度との関係から求められた実験式(I)を用い
て、積算温度と圧縮強度のグラフを作成する。この積算
温度と圧縮強度の関係をマイクロプロセッサに入力して
基準値とし、温度センサで感知した検知信号を入力して
積算温度を演算し、更にコンクリート強度を演算し、こ
の値が5N/mm2 を上廻る材齢日を知り、コンクリー
ト型枠取外し予定時期を判定することができる。つい
で、その結果をディスプレーに表示すると共に報知ブザ
ーで報知する。施工者は、このブザー音を聞き、コンク
リート型枠取外し時期を知り、作業に取りかかる。これ
により型枠取外し時期が確実にわかるので、施工計画を
立案しやすく、したがって、工期の短縮が可能となる。
[0013] The concrete mold removal timing checking apparatus of the present invention calculates the integrated temperature from the temperature and the curing time in a laboratory using the general formula [I], and calculates the integrated temperature and the measured concrete compressive strength. Using the obtained empirical formula (I), a graph of the integrated temperature and the compressive strength is created. The relationship between the integrated temperature and the compressive strength is input to a microprocessor as a reference value, a detection signal sensed by a temperature sensor is input to calculate the integrated temperature, and further the concrete strength is calculated, and this value is 5 N / mm 2 The age at which the concrete form is exceeded can be determined, and the scheduled removal time of the concrete formwork can be determined. Then, the result is displayed on a display and is notified by a notification buzzer. The installer hears the buzzer sound, knows when to remove the concrete formwork, and starts work. As a result, the timing for removing the formwork can be ascertained with certainty, so that it is easy to draft a construction plan, and therefore, the construction period can be shortened.

【0014】更に本発明では、寒冷地においてコンクリ
ート工事を行う際、気温が低い場合には圧縮強度発現が
十分ではなく、かつ最低気温がマイナスになる日が多い
と圧縮強度がほとんど発現せず、型枠取外し時期を判定
するのが難しい。この点を寒冷地で使用する型枠取外し
時期確認装置では、一般式〔I〕の式において、材齢日
数に凍害が起こり得る気温の低い日をすべて除外した日
数を用いて積算温度を算出するため正確な判定ができる
ことを特徴とするものであり、また気温がマイナスにな
る日が多いと初期凍害が発生する恐れがあるが、警告ブ
ザーにより、迅速かつ未然に初期凍害を防ぐ手段を講ず
ることができることを特徴とするものである。
Further, according to the present invention, when performing concrete work in a cold region, the compressive strength is not sufficiently developed when the temperature is low, and the compressive strength is hardly developed when the minimum temperature is negative on many days. It is difficult to determine when to remove the formwork. In the formwork removal timing checking device that uses this point in a cold region, the integrated temperature is calculated using the number of days excluding all days of low temperature where frost damage may occur in the age of wood in the general formula [I]. Therefore, it is a feature that accurate judgment can be made, and initial frost damage may occur if there are many days when the temperature becomes negative, but measures should be taken to prevent early frost damage quickly and in advance with a warning buzzer It is characterized by being able to do.

【0015】 [0015]

【0016】以下に、本発明の実施の形態を説明する
と、図1は、本発明のコンクリート型枠取外し時期確認
装置のブロック図を示す。図1において、本発明に用い
られる温度センサとしては、熱電対温度センサ、サーミ
スタ温度センサ、IC温度センサ、白金側温抵抗体セン
サ、圧力センサ、磁気温度センサ等が挙げられる。本発
明では、コンクリートの施工現場に、前記型枠取外し時
期確認装置を設置し、温度センサ3で毎日気温を感知す
ると、その検知信号がマイクロプロセッサに入力され、
その際、気温がマイナスになる温度の日は、警告ブザー
6により警告すると共にディスプレーに表示し、更に、
このマイナス温度の検知信号はすべて入力されないよう
に論理回路から構成された選択回路に出力され、スイッ
チが作動してオフになる。
The embodiment of the present invention will be described below. FIG. 1 is a block diagram showing a concrete form removing time confirming apparatus according to the present invention. In FIG. 1, examples of a temperature sensor used in the present invention include a thermocouple temperature sensor, a thermistor temperature sensor, an IC temperature sensor, a platinum-side temperature resistor sensor, a pressure sensor, and a magnetic temperature sensor. In the present invention, at the concrete construction site, the formwork removal timing confirmation device is installed, and when the temperature sensor 3 senses the temperature every day, the detection signal is input to the microprocessor,
At that time, the day of the temperature when the temperature becomes negative is warned by the warning buzzer 6 and displayed on the display.
The detection signal of the minus temperature is output to a selection circuit composed of a logic circuit so as not to be input at all, and the switch is operated to be turned off.

【0017】それによりプラスの気温の日の気温の検知
信号のみが入力されるので、マイクロプロセッサ1によ
り演算し積算温度を算出し、更に実験式(I)の式によ
り圧縮強度を算出して、積算温度と圧縮強度との関係を
前記の基準となる積算温度と圧縮強度のグラフを比較
し、同じ圧縮強度となるまでの材齢日数、即ち型枠取外
し予定時期をディスプレー4を見ながら知るか又は報告
ブザー5の音を聞いて察知する。このようにして型枠取
外し時期を確認した後、その時期がきたところでコンク
リート型枠の取外しを行う。前記の選択回路は、マイク
ロプロセッサ中に選択回路を組み込むようにしてもよい
し、またマイクロプロセッサを構成する半導体チップと
は別に選択回路を取り付けてもよい。
As a result, only the detection signal of the air temperature on the day of the positive air temperature is input, so that it is calculated by the microprocessor 1 to calculate the integrated temperature, and further, the compressive strength is calculated by the formula of the experimental formula (I). The relationship between the integrated temperature and the compressive strength is compared by comparing the graph of the integrated temperature and the compressive strength, which are the above-described standards, and whether the age of the material until the same compressive strength becomes the same, that is, whether the scheduled removal of the formwork is known while looking at the display 4. Alternatively, the user hears the sound of the report buzzer 5 and senses it. After confirming the timing of removing the formwork in this way, the concrete formwork is removed when the time comes. The selection circuit may include the selection circuit in a microprocessor, or may include a selection circuit separately from a semiconductor chip included in the microprocessor.

【0018】 [0018]

【0019】更に、図2は、本発明の型枠取外し時期確
認装置の動作を示すフローチャートであり、図2におい
て、温度センサ3により外気温が測定され、気温がプラ
スかマイナスかを認識し、気温がマイナスの時には警告
ブザー6が鳴って警告がされる。気温がプラスのときは
積算温度が演算され、更にコンクリート強度が演算され
る。そして、基準となるコンクリート強度と比較され、
強度が型枠取外し強度と一致したところでデスプレー4
に表示され、かつ報知ブザー5で報知される。また強度
が型枠取外し強度に達しないときは、再び積算温度演算
に戻される。本発明の型枠取外し時期確認装置は、この
ようにして型枠取外し時期を正確に確認することができ
る。
FIG. 2 is a flowchart showing the operation of the apparatus for confirming the timing of removing the formwork of the present invention. In FIG. 2, the outside temperature is measured by the temperature sensor 3 to recognize whether the temperature is plus or minus. When the temperature is negative, a warning buzzer 6 sounds and a warning is issued. When the air temperature is positive, the integrated temperature is calculated, and further the concrete strength is calculated. Then, it is compared with the standard concrete strength,
When the strength matches the mold removal strength, display 4
And is notified by the notification buzzer 5. If the strength does not reach the mold removal strength, the process returns to the integrated temperature calculation again. The formwork removal time confirmation device of the present invention can thus accurately confirm the formwork removal time.

【0020】本発明に用いられるコンクリート用セメン
トは、特に限定されるものではないが、凝縮・硬化を促
進するうえで早強性のポルトランドセメントが好まし
い。また他のセメントもその目的に応じて用いることが
でき、またセメントの種類にしたがって、マニアルが作
成されて型枠取外し時期確認装置内のコンピュータに入
力されており、工事地域にしたがってその都度選択する
ことができる。従来は、工事にあたって日々の気象情報
に十分注意を払う必要があったが、本発明のコンクリー
ト型枠取外し時期確認装置の使用に際しては、特にその
必要がない。
The cement for concrete used in the present invention is not particularly limited, but Portland cement, which has high strength, is preferably used in order to promote condensation and hardening. In addition, other cements can be used according to the purpose, and a manual is prepared according to the type of the cement and input to the computer in the form removal timing confirmation device, which is selected each time according to the construction area. be able to. In the past, it was necessary to pay close attention to daily weather information during construction, but this is not particularly necessary when using the concrete form removal timing confirmation device of the present invention.

【0021】[0021]

【発明の効果】本発明の型枠取外し時期確認装置は、温
度センサ、型枠取外し強度選択手段、マイクロプロッセ
サ、メモリ、デスプレー及び警告ブザーを備えたコンク
リート型枠取外し時期確認装置であって、前記温度セン
サが感知した気温の検知信号が前記マイクロプロセッサ
に入力されると積算温度が演算され、更にコンクリート
強度が演算され、前記型枠取外し強度選択手段により該
強度が型枠取り外し可能な強度と一致した時、ブザーで
報知し、かつディスプレーに表示することにより、正確
にコンクリート型枠取外し時期を確認することができ、
工期の短縮が可能となる。
According to the present invention, there is provided a concrete form removing time confirming apparatus provided with a temperature sensor, a form removing strength selecting means, a microprocessor, a memory, a display, and a warning buzzer. When a detection signal of the temperature sensed by the temperature sensor is input to the microprocessor, the integrated temperature is calculated, the concrete strength is further calculated, and the strength is determined by the form removal strength selecting means to be a form removable strength. When it coincides, the buzzer informs and displays it on the display, so it is possible to accurately confirm the concrete form removal time,
The construction period can be shortened.

【0022】また本発明の型枠取外し時期確認装置にお
いて、更に気温選別手段及び警告ブザーを有し、該気温
選別手段にり温度センサが感知した気温の検知信号のう
ち、マイナスの気温の検知信号とプラスの気温の検知信
号とを選別し、これらの検知信号がマイナスの気温の検
知信号のとき、前記警告ブザーで警告し、かつマイクロ
プロセッサにこの気温の検知信号は入力しないように
し、プラスの気温の検知信号のみを入力すると、積算温
度が演算され、更にコンクリート強度が演算され、前記
型枠取外し強度選択手段により該強度が型枠取り外し可
能な強度と一致した時、報知ブザーで報知することによ
り、寒冷地でも正確にコンクリート型枠取外し時期を確
認することができ、施工計画を立案しやすく、したがっ
て、工期の短縮が可能となる。
The apparatus for confirming the removal timing of a mold according to the present invention further includes a temperature selecting means and a warning buzzer, and the temperature detecting means detects a negative temperature detecting signal among the temperature detecting signals detected by the temperature sensor. And a positive temperature detection signal, and when these detection signals are negative temperature detection signals, a warning is given by the warning buzzer, and this temperature detection signal is not input to the microprocessor. When only the temperature detection signal is input, the integrated temperature is calculated, the concrete strength is further calculated, and when the strength matches the form-removable strength by the form-removing-strength selecting means, a notification buzzer notifies. This makes it possible to accurately check the timing for removing concrete formwork even in cold regions, making it easier to formulate a construction plan and thus shortening the construction period To become.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の型枠取外し時期確認装置のブロック図
を示す。
FIG. 1 shows a block diagram of a mold removal timing checking device of the present invention.

【図2】本発明の型枠取外し時期確認装置の動作を示す
フローチャートである。
FIG. 2 is a flowchart showing the operation of the apparatus for confirming the timing of removing a formwork of the present invention.

【符号の説明】[Explanation of symbols]

1 マイクロプロセッサ 2 メモリ 3 温度センサ 4 ディスプレー 5 報知ブザー 6 警告ブザー DESCRIPTION OF SYMBOLS 1 Microprocessor 2 Memory 3 Temperature sensor 4 Display 5 Information buzzer 6 Warning buzzer

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】温度センサ、型枠取外し強度選択手段、マ
イクロプロッセサ、メモリ、デスプレー及び警告ブザー
を備えたコンクリート型枠取外し時期確認装置であっ
て、前記温度センサが感知した気温の検知信号が前記マ
イクロプロセッサに入力されると積算温度が演算され、
更にコンクリート強度が演算され、前記型枠取外し強度
選択手段により該強度が型枠取り外し可能な強度と一致
した時、ブザーで報知し、かつディスプレーに表示する
ことを特徴とするコンクリート型枠取外し時期確認装
置。
1. A concrete form removal timing confirmation device comprising a temperature sensor, a form detachment strength selecting means, a microprocessor, a memory, a display and a warning buzzer, wherein a temperature detection signal detected by the temperature sensor is provided. When input to the microprocessor, the integrated temperature is calculated,
Further, when the concrete strength is calculated, and when the strength coincides with the form-removable strength by the form-removing-strength selecting means, a buzzer informs and displays it on a display, and the concrete form-removing timing confirmation. apparatus.
【請求項2】更に気温選別手段及び警告ブザーを有し、
該気温選別手段により温度センサが感知した気温の検知
信号のうち、マイナスの気温の検知信号とプラスの気温
の検知信号とを選別し、これらの検知信号がマイナスの
気温の検知信号のとき、前記警告ブザーで警告し、かつ
マイクロプロセッサにこの気温の検知信号は入力しない
ようにし、プラスの気温の検知信号のみを入力すると、
積算温度が演算され、更にコンクリート強度が演算さ
れ、前記型枠取外し強度選択手段により該強度が型枠取
り外し可能な強度と一致した時、報知ブザーで報知する
ことを特徴とする請求項2に記載の寒冷地のコンクリー
ト型枠取外し時期確認装置。
2. The apparatus further comprises a temperature selecting means and a warning buzzer,
Among the detection signals of the temperature sensed by the temperature sensor by the temperature selection means, a detection signal of a negative temperature and a detection signal of a positive temperature are selected, and when these detection signals are detection signals of a negative temperature, If you warn with a warning buzzer, do not input this temperature detection signal to the microprocessor, and input only a positive temperature detection signal,
The integrated temperature is calculated, the concrete strength is further calculated, and when the strength matches the strength with which the form can be removed by the form removing strength selecting means, a notification buzzer notifies. For checking the timing of removing concrete formwork in cold regions.
JP30519797A 1997-11-07 1997-11-07 Concrete form removing time confirmation device Withdrawn JPH11141125A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30519797A JPH11141125A (en) 1997-11-07 1997-11-07 Concrete form removing time confirmation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30519797A JPH11141125A (en) 1997-11-07 1997-11-07 Concrete form removing time confirmation device

Publications (1)

Publication Number Publication Date
JPH11141125A true JPH11141125A (en) 1999-05-25

Family

ID=17942226

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30519797A Withdrawn JPH11141125A (en) 1997-11-07 1997-11-07 Concrete form removing time confirmation device

Country Status (1)

Country Link
JP (1) JPH11141125A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100403299B1 (en) * 2000-09-29 2003-10-30 (주)천일기술단 Method for controlling concrete cure temperature and apparatus thereof
CN103104097A (en) * 2012-12-17 2013-05-15 中国建筑第八工程局有限公司 Recursive flowing water construction method of canceling temperature post-cast strip by overlength concrete base plate structure
JP2020041318A (en) * 2018-09-10 2020-03-19 日本製鉄株式会社 Climate adaptive paving method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100403299B1 (en) * 2000-09-29 2003-10-30 (주)천일기술단 Method for controlling concrete cure temperature and apparatus thereof
CN103104097A (en) * 2012-12-17 2013-05-15 中国建筑第八工程局有限公司 Recursive flowing water construction method of canceling temperature post-cast strip by overlength concrete base plate structure
CN103104097B (en) * 2012-12-17 2016-01-06 中国建筑第八工程局有限公司 Ultra-long concrete base arrangement cancels the recursion cross construction method of temperature post-cast strip
JP2020041318A (en) * 2018-09-10 2020-03-19 日本製鉄株式会社 Climate adaptive paving method

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